trabjo de camino

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Radio Peralte550 2.0

300 3.7

200 4.7

150 5.5

100 6.6

70 7.5

55 8.0

Radio Peralte200 4.7

0 100 2000.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

f(x) = -2.6230144363 l

R = 0.9991652421

Peralte v40 P

Ra

Peralte (%)

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300 400 500 600

(x) + 18.6124610269

ax 8%

!" (m)

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Curva Radio V Pi Pf ip

#1 80 40 -2 7.1 1.40

#2 110 40 -2 6.3 1.40

#3 60 40 -2 7.9 1.40

#4 140 40 -2 5.6 1.40

#5 90 40 -2 6.8 1.40

#6 320 40 -2 3.5 1.40

#7 70 40 -2 7.5 1.40

#8 80 40 -2 7.1 1.40

#al$la"ra

Radio Peralte

90 6.8

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a

6.6 4.714 5.00 22.75

6.6 4.714 5.00 20.75

6.6 4.714 5.00 24.75

6.6 4.714 5.00 19.00

6.6 4.714 5.00 22.00

6.6 4.714 5.00 13.75

6.6 4.714 5.00 23.75

6.6 4.714 5.00 22.75

Laplanamiento

Lap

(Redondeado) Ltre-calculado

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Curva 1 Sobreanch 1.5

Ra!" 80

& 40

P! -2

Pf 7.1

!' 1.40a 6.6

4 (n$l!na$!"n *erma)

ntraa ,al!a

0.7 0.7

L ap 4.714

L ap redond 5.00

Lt 22.75 Lt 22.75

* = 5.000 /*/ = 5.000

*# = 5.000 */#/ = 5.000

# = 12.750 #// = 12.750

* = 17.750 *// = 17.750

*P$ = 12.425 */Pt = 12.425

#P$ = 7.425 #/Pt = 7.425

P$ = 5.325 Pt/ = 5.325

* = 10.000 *// = 10.000

= 5.000 // = 5.000

Decripcion !erma Carril

77.575 n "rmal ,"ler -4 -2

82.575 n "rmal #r"n -4 -2

* 87.575 evel #r"n -4 -2

# 92.575 Revere #r"n -4 -2

P$ 100 -4 -4.97

105.325 *e!n ll ,'er -4 -7.1

/ 144.675 n ll ,'er -4 -7.1

Pt 150 -4 -4.97

#/ 157.425 Revere #r"n -4 -2

*/ 162.425 evel #r"n -4 -2

/ 167.425 *e!n "rmal #r"n -4 -2

/ 172.425 *e!n "rmal ,"ler -4 -2

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Carril !erma

-2 -4

-2 -2

0 0

2 2

4.97 4.97

7.1 7.1

7.1 7.1

4.97 4.97

2 2

0 0

-2 -2

-2 -4

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Curva " Sobreanch 1.5

Ra!" 110

& 40

P! -2

Pf 6.3

!' 1.40a 6.6

4 (n$l!na$!"n *erma)

ntraa ,al!a

0.7 0.7

L ap 4.714

L ap redond 5.00

Lt 20.75 Lt 20.75

* = 5.000 /*/ = 5.000

*# = 5.000 */#/ = 5.000

# = 10.750 #// = 10.750

* = 15.750 *// = 15.750

*P$ = 11.025 */Pt = 11.025

#P$ = 6.025 #/Pt = 6.025

P$ = 4.725 Pt/ = 4.725

* = 10.000 *// = 10.000

= 5.000 // = 5.000

Decripcion !erma Carril

278.975 n "rmal ,"ler -4 -2

283.975 n "rmal #r"n -4 -2

* 288.975 evel #r"n -4 -2

# 293.975 Revere #r"n -4 -2

P$ 300 -4 -4.41

304.725 *e!n ll ,'er -4 -6.3

/ 345.275 n ll ,'er -4 -6.3

Pt 350 -4 -4.41

#/ 356.025 Revere #r"n -4 -2

*/ 361.025 evel #r"n -4 -2

/ 366.025 *e!n "rmal #r"n -4 -2

/ 371.025 *e!n "rmal ,"ler -4 -2

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Carril !erma

-2 -4

-2 -2

0 0

2 2

4.41 4.41

6.3 6.3

6.3 6.3

4.41 4.41

2 2

0 0

-2 -2

-2 -4

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Curva " Sobreancho 1.5

Ra!" 60

& 40

P! -2

Pf 7.9

!' 1.40

a 6.6

4 (n$l!na$!"n *erma)

ntraa ,al!a

0.7 0.7

L ap 4.714

L ap redond 5.00

Lt 24.75 Lt 24.75

* = 5.000 /*/ = 5.000

*# = 5.000 */#/ = 5.000

# = 14.750 #// = 14.750

* = 19.750 *// = 19.750

*P$ = 13.825 */Pt = 13.825

#P$ = 8.825 #/Pt = 8.825

P$ = 5.925 Pt/ = 5.925

* = 10.000 *// = 10.000

= 5.000 // = 5.000

Decripcion !erma Carril Carril

476.175 n "rmal -4 -2 -2

481.175 n "rmal -4 -2 -2

* 486.175 evel #r"n -4 -2 0

# 491.175 Revere #r" -4 -2 2

P$ 500 -4 -5.53 5.53

505.925 *e!n ll , -4 -7.9 7.9

/ 544.075 n ll ,' -4 -7.9 7.9

Pt 550 -4 -5.53 5.53

#/ 558.825 Revere #r" -4 -2 2

*/ 563.825 evel #r"n -4 -2 0

/ 568.825 *e!n "rma -4 -2 -2

/ 573.825 *e!n "rma -4 -2 -2

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!erma

-4

-2

0

2

5.53

7.9

7.9

5.53

2

0

-2

-4

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Curva " Sobreancho 1.5

Ra!" 140

& 40

P! -2

Pf 5.6

!' 1.40

a 6.6

4 (n$l!na$!"n *erma)

ntraa ,al!a

0.7 0.7

L ap 4.714

L ap redond 5.00

Lt 19 Lt 19

* = 5.000 /*/ = 5.000

*# = 5.000 */#/ = 5.000

# = 9.000 #// = 9.000

* = 14.000 *// = 14.000

*P$ = 9.800 */Pt = 9.800

#P$ = 4.800 #/Pt = 4.800

P$ = 4.2 Pt/ = 4.2

* = 10.000 *// = 10.000

= 5.000 // = 5.000

Decripcion !erma Carril Carril

680.200 n "rmal -4 -2 -2

685.200 n "rmal -4 -2 -2

* 690.200 evel #r"n -4 -2 0

# 695.200 Revere #r" -4 -2 2

P$ 700 -4 0 0

704.200 *e!n ll , -4 -5.6 5.6

/ 745.800 n ll ,' -4 -5.6 5.6

Pt 750 -4 0 0

#/ 754.800 Revere #r" -4 -2 2

*/ 759.800 evel #r"n -4 -2 0

/ 764.800 *e!n "rma -4 -2 -2

/ 769.800 *e!n "rma -4 -2 -2

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!erma

-4

-2

0

2

0

5.6

5.6

0

2

0

-2

-4

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Curva " Sobreancho 1.5

Ra!" 90

& 40

P! -2

Pf 6.8

!' 1.40

a 6.6

4 (n$l!na$!"n *erma)

ntraa ,al!a

0.7 0.7

L ap 4.714

L ap redond 5.00

Lt 22 Lt 22

* = 5.000 /*/ = 5.000

*# = 5.000 */#/ = 5.000

# = 12.000 #// = 12.000

* = 17.000 *// = 17.000

*P$ = 11.900 */Pt = 11.900

#P$ = 6.900 #/Pt = 6.900

P$ = 5.1 Pt/ = 5.1

* = 10.000 *// = 10.000

= 5.000 // = 5.000

Decripcion !erma Carril Carril

878.100 n "rmal -4 -2 -2

883.100 n "rmal -4 -2 -2

* 888.100 evel #r"n -4 -2 0

# 893.100 Revere #r" -4 -2 2

P$ 900 -4 -4.76 4.76

905.100 *e!n ll , -4 -6.8 6.8

/ 944.900 n ll ,' -4 -6.8 6.8

Pt 950 -4 -4.76 4.76

#/ 956.900 Revere #r" -4 -2 2

*/ 961.900 evel #r"n -4 -2 0

/ 966.900 *e!n "rma -4 -2 -2

/ 971.900 *e!n "rma -4 -2 -2

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!erma

-4

-2

0

2

4.76

6.8

6.8

4.76

2

0

-2

-4

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Curva " Sobreancho 1.5

Ra!" 320

& 40

P! -2

Pf 3.5

!' 1.40

a 6.6

4 (n$l!na$!"n *erma)

ntraa ,al!a

0.7 0.7

L ap 4.714

L ap redond 5.00

Lt 13.75 Lt 13.75

* = 5.000 /*/ = 5.000

*# = 5.000 */#/ = 5.000

# = 3.750 #// = 3.750

* = 8.750 *// = 8.750

*P$ = 6.125 */Pt = 6.125

#P$ = 1.125 #/Pt = 1.125

P$ = 2.625 Pt/ = 2.625

* = 10.000 *// = 10.000

= 5.000 // = 5.000

Decripcion !erma Carril Carril

1083.875 n "rmal -4 -2 -2

1088.875 n "rmal -4 -2 -2

* 1093.875 evel #r"n -4 -2 0

# 1098.875 Revere #r" -4 -2 2

P$ 1100 -4 -2.45 2.45

1102.625 *e!n ll , -4 -3.5 3.5

/ 1147.375 n ll ,' -4 -3.5 3.5

Pt 1150 -4 -2.45 2.45

#/ 1151.125 Revere #r" -4 -2 2

*/ 1156.125 evel #r"n -4 -2 0

/ 1161.125 *e!n "rma -4 -2 -2

/ 1166.125 *e!n "rma -4 -2 -2

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!erma

-4

-2

0

2

2.45

3.5

3.5

2.45

2

0

-2

-4

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Curva " Sobreancho 1.5

Ra!" 70

& 40

P! -2

Pf 7.5

!' 1.40

a 6.6

4 (n$l!na$!"n *erma)

ntraa ,al!a

0.7 0.7

L ap 4.714

L ap redond 5.00

Lt 23.75 Lt 23.75

* = 5.000 /*/ = 5.000

*# = 5.000 */#/ = 5.000

# = 13.750 #// = 13.750

* = 18.750 *// = 18.750

*P$ = 13.125 */Pt = 13.125

#P$ = 8.125 #/Pt = 8.125

P$ = 5.625 Pt/ = 5.625

* = 10.000 *// = 10.000

= 5.000 // = 5.000

Decripcion !erma Carril Carril

1276.875 n "rmal -4 -2 -2

1281.875 n "rmal -4 -2 -2

* 1286.875 evel #r"n -4 -2 0

# 1291.875 Revere #r" -4 -2 2

P$ 1300 -4 -5.25 5.25

1305.625 *e!n ll , -4 -7.5 7.5

/ 1344.375 n ll ,' -4 -7.5 7.5

Pt 1350 -4 -5.25 5.25

#/ 1358.125 Revere #r" -4 -2 2

*/ 1363.125 evel #r"n -4 -2 0

/ 1368.125 *e!n "rma -4 -2 -2

/ 1373.125 *e!n "rma -4 -2 -2

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!erma

-4

-2

0

2

5.25

7.5

7.5

5.25

2

0

-2

-4

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Curva " Sobreancho 1.5

Ra!" 80

& 40

P! -2

Pf 7.1

!' 1.40

a 6.6

4 (n$l!na$!"n *erma)

ntraa ,al!a

0.7 0.7

L ap 4.714

L ap redond 5.00

Lt 22.75 Lt 22.75

* = 5.000 /*/ = 5.000

*# = 5.000 */#/ = 5.000

# = 12.750 #// = 12.750

* = 17.750 *// = 17.750

*P$ = 12.425 */Pt = 12.425

#P$ = 7.425 #/Pt = 7.425

P$ = 5.325 Pt/ = 5.325

* = 10.000 *// = 10.000

= 5.000 // = 5.000

Decripcion !erma Carril Carril

1477.575 n "rmal -4 -2 -2

1482.575 n "rmal -4 -2 -2

* 1487.575 evel #r"n -4 -2 0

# 1492.575 Revere #r" -4 -2 2

P$ 1500 -4 -4.97 4.97

1505.325 *e!n ll , -4 -7.1 7.1

/ 1544.675 n ll ,' -4 -7.1 7.1

Pt 1550 -4 -4.97 4.97

#/ 1557.425 Revere #r" -4 -2 2

*/ 1562.425 evel #r"n -4 -2 0

/ 1567.425 *e!n "rma -4 -2 -2

/ 1572.425 *e!n "rma -4 -2 -2

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!erma

-4

-2

0

2

4.97

7.1

7.1

4.97

2

0

-2

-4